Seismological Engineering

ABSTRACT

The invention is directed to develop for the construction method for strong resistance to the earthquake according to new architecture rationale which all construction for building should be founded on the platform to be moved in alignment with the movement of the earthquake eliminating any piles to drive into the earth to adhere and building materials to combine each other firmly, by means of converting the vibration energy of the earthquake into the kinetic energy either to run idle the balls or to operate the up and down movement of the cylinder applied to the pile as the leg of the building rested on the ground in alignment with the movement of earthquake to deteriorate efficiency of transmissibility or to consume away for vibration energy of the earthquake as much as possible from an architectural point of view, it were just like idling operation as if car tires have sunk into sand.

FIELD OF THE INVENTION

The present invention is generally directed to developing for theanti-earthquake building construction method as well as defendingbuildings against tsunami and fluid engineering.

BACKGROUND OF THE INVENTION

1. Field of Invention

This invention relates to the seismological engineering to preventbuilding from being destroyed by earthquake, tsunami and fluid

2. Description of the Prior Art

The conventional construction engineering against earthquake hasdepended on the method that provide adequate foundation of the buildingto support for it firmly on the ground and o drive piles in depth andcombine structures each other firmly.

SUMMARY OF THE INVENTION

The present invention is generally directed to develop for aconstruction method to be free from any destruction imposed by the shockon the building against earthquake according to the application for thearchitectural rationale which the building should not be fixed on theground by the reason that the space under the common inertia byearthquaqke. Thus, the building should be constructed on the platform tomove in alignement with the movement of the earthquake without any pilesdriven into the esarth, just like the fact that a ten stories of cabinbuilding on board where the bottom of the ship is exposed to lateral andvertical and mixed vibration caused by wave is allowed to stand sounddue to no sadherence to water. The construction method based on thetheory proves effective for the building even in case where thefoundation of the earth become fluid and muddy by earthquake. Prevailingfurther the theory that any building should not be driven with pilesinto the earth in construction, it enables to construct buildings inlower costs and shorter construction terms in more safety mechanism dueto the building construction method which convert kinetic energy ofvibration caused by earthquake into rotating ball with lower coefficientof friction energy running to idle in situ of ball that is incorporatedinto building construction system to decrease the vibration shock byearthquake taking advantage of applying balls with lower coefficient offriction of ball to the system to settle it with stabilizer which allowto rotate ball pierced through a hole of bowl fitted to the inside ringat the bottom of ball pierced through the stabilizer in touch with earthto move in alignment with the movement by earthquake with view toexpending vibration energy. In addition, building constructed on theplatform by the theory of this invention is equipped with either chainsor wires to be wound on round passed through holes made on plates ofstands driven into water bottom at both ends instead of anchor which arecombined with ship bottom firmly, where either chain or wires wound onthe round is designed to operate to rewind either chains or wiresproducing friction loss to weaken pushing power by wave of tsunami orfluid to keep either building on platform or plant or airport proppedwith legs of this invention, just like the ship bottom combined withanchors on earth at sea bottom against destruction force of Tsunami orfluid.

BRIEF DESCRIPTION OF THE DRAWING

FIG. 1: The cross sectional front view of the building constructed on aplatform propped by piles on earth as an example of this invention.

DETAILED DESCRIPTION OF THE INVENTION

As shown FIG. 1, the present invention is related to the constructionmethod for building (13) surrounded with fence (12), of which foundationis placed on the platform (8) propped with legs (20) which enable tostructurally absorb vibration energy of earthquake converting vibrationenergy by earthquake into kinetic energy of earthquake to rotate theball (1) accommodated with column (3) connected with cover of can (15)on earth (14) to move to run to idle in situ in the alignment with themovement of earthquake expending vibration energy by earthquake todecrease tension of chain (17), thus allowing to stand for the buildingin sound condition as if the bottom of the ship is exposed to lateraland vertical ,furthermore mixed vibration by wave where adherencebetween two phases is absent.

The deck of the cylinder (11) is piled with layers such as small ballswhich are designed to move in alignment with the movement of earthquakelaid on a hole (19) made on a stabilizer (18) pierced with the bottom ofball on earth enabling to move even under the heavy pressure with upperload of the platform to push up the ceiling of pipe (4) connected ringof pipe (5) sliding along the surface (6) of pillar (9) fixed with a nut(7) on the platform hanging down into layers to be prevented from beingsunk down with upper load sustained by layers packed compacted and boundsurrounded around pillar under pressure in the space of the platform,thus vibration by earthquake is not transmitted to the buildingconstructed on the platform, accordingly, the building constructed onthe platform is prevented from destruction by earthquake.

The building constructed by the theory of present invention is equippedwith either chains (17) or wires to be operated with roter (21) to bewound on a rigid shaft accommodated in aroter house to wound by dint ofpushing force by either tsunami or fluid, of which pulling tension ofchains or wires which would be decreased by the force required forwinding on the shaft of roter, just like the anchor combined with theship bottom with chain in water which proves strong enough to spread insitu angle of oblique piles in contact with the ship bottom to widerangle being guarded against destruction.

1. The present invention depends on defending building which should beconstructed on the platform propped with piles as legs of the platformwhich is designed to push up layers such as small balls along pillarhanging down from ceiling of platform into layers such as small ballspacked so compacted and bound that the pillar pressed down with upperload of the platform is prevented from sinking down into layers packedin pipe of legs to be settled down to expend vibration energy ofearthquake with friction loss to move on earth in alignment withearthquake against destruction by earthquake by converting vibrationenergy of earthquake into kinetic energy by earthquake applying thecylinder piled with layers on the deck to go up and down by the force ofearthquake or the ball to rotate run to idle in situ only with view todecrease vibration energy by earthquake.
 2. According to the above setforth claim 1, a building should be constructed on the platform proppedwith piles placed on a stabilizer which is designed to pierce ballthrough a hole made on a bowl in it with a bottom in touch with earthwithout any piles or bars driven into the earth so that they may move inalignment with the movement of earthquake to rotate a ball to run toidle in situ or to move a cylinder going up and down in pipe of the legwith view to run to idle vibration force by earthquake to be imposed onbuilding.
 3. According to the above set forth claim 1, building to beconstructed on a platform to be connected with either long chains orwires to be extensible to long size to be floated on water to be loopedon either rollers or round passed through holes made on the plate ofboth edges of the stand embedded in the base of the water bottomcombined with strong ends enough to withstand the severe pressures putupon them by wave of either tsunami or fluid. so that they may windchains or wires either on a round or the roller to decrease tensilestrength caused by wave of either tsunami or fluid to resist against theenormous pull, thus enabling to prepare to defend construction buildingagainst destruction by earthquake and tsunami and fluid in lower costsand higher security